论文标题

两相流的梯度离散化,并在断裂的多孔介质中结合机械变形

Gradient discretization of two-phase flows coupled with mechanical deformation in fractured porous media

论文作者

Bonaldi, Francesco, Brenner, Konstantin, Droniou, Jérôme, Masson, Roland

论文摘要

我们考虑在断裂的多孔介质中的两相DARCY流,该介质由基质流以及裂缝中的切向流,被描述为平面表面网络。假设裂缝是由流体开放和填充的,以及较小的变形和线性弹性本构定律,该流程模型也与基质的机械变形相结合。使用梯度离散方法[26]将模型离散化,该方法涵盖了一大批构象和非符合方案。该框架允许使用离散功能工具的组合对耦合模型进行通用收敛分析。在这里,我们描述了模型及其数值离散化,并在相位迁移率的非分类性的情况下证明了收敛结果,并且离散溶液仍然是物理的,从某种意义上说,粗略地说,孔隙度不会消失并且裂缝保持开放。据我们所知,这是这种类型的模型的第一个收敛结果,这些模型考虑了断裂的多孔培养基和非线性孔技术耦合中的两相流。以前的相关作品考虑通过冻结电导率[36,37]来考虑单相流量获得的线性近似。还提供了用于流量的两点通量近似(TPFA)的数值测试,以及用于机械变形的$ \ Mathbb P_2 $有限元素的有限体积方案,以说明模型解决方案的行为。

We consider a two-phase Darcy flow in a fractured porous medium consisting in a matrix flow coupled with a tangential flow in the fractures, described as a network of planar surfaces. This flow model is also coupled with the mechanical deformation of the matrix assuming that the fractures are open and filled by the fluids, as well as small deformations and a linear elastic constitutive law. The model is discretized using the gradient discretization method [26], which covers a large class of conforming and non conforming schemes. This framework allows for a generic convergence analysis of the coupled model using a combination of discrete functional tools. Here, we describe the model together with its numerical discretization, and we prove a convergence result assuming the non-degeneracy of the phase mobilities and that the discrete solutions remain physical in the sense that, roughly speaking, the porosity does not vanish and the fractures remain open. This is, to our knowledge, the first convergence result for this type of models taking into account two-phase flows in fractured porous media and the non-linear poromechanical coupling. Previous related works consider a linear approximation obtained for a single phase flow by freezing the fracture conductivity [36, 37]. Numerical tests employing the Two-Point Flux Approximation (TPFA) finite volume scheme for the flows and $\mathbb P_2$ finite elements for the mechanical deformation are also provided to illustrate the behavior of the solution to the model.

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